摘要
某机场工程位于青藏高原东缘高山峡谷区,飞行区横跨5条大的冲沟,最大填方高度102 m。本文利用三维有限元法对地基沉降、填方边坡稳定性等问题进行了分析,对工程施工提出了相应的建议。
Some airport is located in high mountain and deep gorge area in the east of Qingzang plateau. Flying region runs across five large scouring gutters and the maximum height of the fill slope reaches 102 m. The subsidence of foundation and stability of fill slope are analyzed by means of three-dimensional finite element and Relative suggestions are put forward for the project construction.
出处
《地球与环境》
CAS
CSCD
北大核心
2005年第B10期290-295,共6页
Earth and Environment
基金
云南省自然科学基金项目(2001E0001G)国家自然科学基金重大研究计划项目(90102002)国家自然科学基金面上项目(40272119)
关键词
机场
填方高边坡
稳定性
有限元
airport
high fill slope
stability
finite element
